H1_Drawing_files___131420___CIVIL.PDF

- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

THIS PROJECT

N

CIVIL

C-1

GENERAL NOTES :

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR'S

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

FORM ARE A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED

OF THE REPLACEATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2003, DEPARTMENT

6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

LOCATION PLAN

ITEMS WHICH WILL INTERFERE WITH THE REPLACEION OPERATIONS.

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

CHECK THE OTHER REPLACEION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

CHOE, S M.

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

AS SHOWN

12 CM

ST

ST

S T

P V C

.5

.9

W A

L L

GAL

6 PVC

ST

12 CM

ST

GRAVES

GRAVES

COVERED WITH TOP SOIL AND SOLID SODDED.

4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE

REPRESENTATIVE.

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER'S

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

65-A

STREAM

227.5

J-4

ST

36 CM

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

ST

MATCH LINE 'C'

00-49341

3-48PN

00-49341

4-200PN

00-49341

4-200PN

01-49550

00-49341

LAUNDRY

KSC

PEST

647667

UTIL

B&G

WH-1

WH-2

DPW HQ

A

B

629 685

651A

833T

808 811

746 715 726

A B

00-49341

A

B

1149 1151

10291144

A

B

1918 1879

A

B

A

B

A

B

2372A

2373T

A C

2451 2400

A

B

A

B

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

A B

18331832

1962 1812

456A

CCTT

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

A

B

39 55

134 133

186 192

202A

208 215 214

213 212

259 245

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

VEH BR 1821

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

1158A

1158B

RAILHEAD

.8

.5

S T

R C

T

M

S T

268.6

STREAM

DISCHARGE TO

65-A

STREAM

MATCH LINE 'C'

447A

F

F

497A

497B

458Z

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

EXER W/LAT

QA00138-9J

QA01300-8J

00-54151 BUP 020122

00-54152 BUP 020122

00-54132 BUP 010801

00-54127 BUP 040430

00-54158 BUP 030104

00-54129 BUP 011109

00-54157 BUP AFTER 2026

00-54156 BUP 031030

00-54130 BUP 020330

00-54131 BUP 020929

00-54155 BUP 030506

03-57200 REPAIR 041007

99-47353

4-200PN

01-QA00604 BUP

XX-QA00606 BUP 0310XX

95-44142

4-184PN

95-44066

4-184PN

96-QA00466 BUP

95-44066

4-184PN

95-44066

4-184PN

95-44066

4-184PN

01-55893 BUP

99-QA00603 BUP

XX-QA00602 BUP 0310XX

99-47353

4-200PN

96-43269

4-184PN

97-44592

4-200PN

XX-QA00287 BUP

01-55894 BUP

99-51682

4-200PN

99-51820

3-48PN

97-44592

4-200PN

99-51682

4-200PN

99-51682

4-200PN

01-55882 BUP

A

B

A B

2022(?)

VEH BR

VEH BR

472?

455?

1839T

1840T

BARRIER

1564 1566

635A

2002B

A B

48A

A

B

A B

A B

A

B

A

B

A

B

174 Z

B A

S K

E T

B A

L L

O

U R

T

T E

N N I

U R

T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

131420

SYSTEM, S-1974, CP CASEY

REPAIR BUILDING AND INSTALL SPRINKLER

LOCATION PLAN AND GENERAL NOTES

CIVIL

C-2

AS SHOWN

CHOE, S M.

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

- 2

SITE LAYOUT PLAN

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

SCHEDULE #2 (CONSTRUCT/ALTERATION)

N

P/C P/C

P/C

P/C

W

MH

W

W

UPUP

W

W

W

6" DIA PVC

W

X

X

X X

X

X X

S

S

S

GAZEBO

S

BLDG #1974

5.50 8.00

C O

N 'C

E

D I T

C H

AC ROAD

P

R

A D

TUFR AREA

TUFR AREA

TUFR AREA TUFR AREA

BIN

TRASH

SYSTEM, S-1974, CP CASEY

REPAIR BUILDING AND INSTALL SPRINKLER

131420

SEE CIVIL STD DWG. C-0404~0415 &

TAPPING SLEEVE, APPROX. 35.0 LM

INCLUDING THRUST BLOCK, FITTING AND

INSTALL 150mm DIA PVC WATER LINE W/ PIV

SEE

APPROX. 37.0 SM.

REPLACE SIDEWALK,

SEE DWG NO. C-3

CONSTRUCT BIKE SHED,

GRADE LIMIT LINE

GRADE LIMIT LINE

C O

'C

E

D

IT

C H

APPROX. 920.0 SM. SEE

REUSE EXST BASE COURSE.

REPLACE AC PAVEMENT,

APPROX. 19.0 LM. SEE

TO CONNECT TO EXST DITCH,

W/ 250MM DIA PVC DRAIN PIPE

CONSTRUCT 2 EA SURFACE INLET

APPROX, 30.0 SM

REFLECTIVE YELLOW,

AND SAFETY ZONE W/ 300MM THK

W/ 150MM THK REFLECTIVE WHITE,

PAINT PARKING LINE MARKING

GUARD POST W/ NEW, SEE

REPLACE EXST HYDRANT

SEE

TOP SOIL, APPROX. 170.0 SM.

RESTORE SOLID SODDING W/

STOP, SEE

INSTALL 23 EA CON'C WHEEL

APPROX. 35.0 SM

REMOVE VEGETATION AND CLEAN CON'C DITCH,

APPROX. 145.0 LM. SEE

CONSTRUCT CON'C CURB,

2. CONSTRUCT CON'C CURB.

1. REPLACE AC PAVEMENT.

2. REPLACE SIDEWALK.

REFLECTIVE YELLOW,

REFLECTIVE WHITE, AND SAFETY ZONE W/ 300MM THK

3. PAINT PARKING LINE MARKING W/ 150MM THK

4. REPLACE EXST HYDRANT GUARD POST W/ NEW.

5. REMOVE VEGETATION AND CLEAN CON'C DITCH.

6. RESTORE SOLID SODDING W/ TOP SOIL.

3. CONSTRUCT BIKE SHED.

250MM DIA PVC DRAIN PIPE.

4. CONSTRUCT 2 EA SURFACE INLET W/

5. INSTALL 12 EA CON'C WHEEL STOP.

SCALE: 1 / 250

1:250

0 20M15105

SITE LAYOUT PLAN AND SCOPE OF WORK

1. INSTALL 150mm DIA PVC WATER LINE W/ PIV.

2000mm100001000

1:50

400mm2000200

GRAPHIC SCALE

1:10

BEAM

-200X80X7.5X11

PURLINS

-150X50X20X3.2

@900 O.C

PROTECTED METAL

ROOFING

SAW JOINT

6 WIDE X25 DEEP

BICYCLE RACK

SEE

76.3 O X 4.0 O THK

STEEL PIPE COL.

(TYP. OFC)

2-D13 ADD'L

BARS AS SHOWN

(TYP. OF 6EA)

L

8200 (27EA)

L

C OF PIPE

60.5 O X 4.0 O GALV

STEEL PIPE FNSH

C OF PIPE

NFSM

FNSH

GL.

4-D10(L=90) ADD'L

BAR AS SHOWN

(TYP. OF 2EA)

TOP OF

PIPE

10mm THK.

EXPANSION JOINT

W/SEALANT

COMPACTED

150mm THK.

76.3X4.0 STEEL

PIPE COLUMN

100mm THK.

CONC SLAB

P 6X100X100

BASE PLATE

150mm THK.

NFSM

4-D19 VERT. BARS

D10 TIES

@200 O.C 4-D13 HORIZ BARS

EACH WAY

150mm THK.

NFSM

10mm THK

EXPANSION JOINT

W/ SEALANT

S L

O P

E

M

IN

L

BAR TO

PURLIN

M12 MB @1000 OC

BAR

6x75x150

PURLINS

PROTECTED METAL

FLASHING

-200x75x25x3.2

PREDRILL AND FASTEN

TO CHANNEL W/6 dia.

SELF-TAPPING MACHINE SCREW

BEAM

-200X80X7.5X11

BAR 9x80x210 W/

2-M16 HIGH STRENGTH BOLTS4

PROTECTED METAL

RIDGE CAP FLASHING

CLOSURE STRIP

(OUTSIDE)

PROTECTED

METAL ROOFING

PURLINS

2-M/16 MB

TO PURLIN

-150X75X6.5X10

-150X75X6.5X10

-150X75X6.5X10

FILLET WELDED TO BEAM

FOR MOMENT CONNECTION

BETWEEN ROOF BEAMS

-200X80X12X7.5

M

IN

100 THK

CONC SLAB

(150 X 150

- 4.0 dia. x

4.0 dia. WWF)

BICYCLE RACK PAINT ON

STEEL PIPE COLUMN

CONC FOOTING

SEE

FINISH GL

SEE DET

FOOTING DETAIL

SCALE: 1:10

ROOF FRAMING PLAN

SCALE: 1:50

FOUNDATION PLAN

SCALE: 1:50

SCALE: NTS

BICYCLE RACK DETAIL

SCALE: 1:10

ROOF(EAVE & RIDGE CAP) DETAIL

DIA. 100X4.0 STEEL TUBE

COMPACTED

150 THK NFSM

PROTECTED

METAL ROOFING

PURLINS

-150X75X6.5X10

TYP. SECTION

SCALE: AS SHOWN

CLR

(M

IN)

2400800 800

12001200

600 600

4100 600600

300 3950

(T

Y P

200 150150

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CHOE, S M.

SYSTEM, S-1974, CP CASEY

REPAIR BUILDING AND INSTALL SPRINKLER

CIVIL

131420

AS SHOWN

C-3

AND DETAILS

BIKE SHED PLAN, SECTION

SCALE: NONE

SOLID SODDING

SCALE: NONE

OPEN

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

EXTENSION

ROD

FIRE WATER

SUPPLY LINE

(DUCTILE OR

CAST IRON PIPE)

SEE PLANS FOR

SIZE

CONC

21 MPa

400 SQ

CONC COLLAR

150 THK

STL PLATE

W/WELDED CAP

SLEEVE

COUPLING

PADLOCK

CAP HANDLE

VALVE

FINISH

GRADE

/300 0

CONC FOOTING

(TYP)

2-D10

REBAR

CONCRETE

BASE

GUARD POST 100

GALVANIZED STEEL

PIPE PAINTED

BROWN (4 EA)

50 GALVANIZED

STEEL PIPE PAINTED

BROWN (3 EA)

INDICATOR POST

PAINTED COLORED

BROWN

V

A R I

E S

SQ

NOTE:

BELL HOLES SHALL BE EXCAVATED TO THE

NECESSARY SIZE AT EACH JOINT OR

COUPLING TO ELIMINATE POINT BEARING.

SATISFACTORY

BACKFILL

INITIAL

BACKFILL

BEDDING-SELECT

GRANULAR MATERIAL

SHALL BE FREE OF

ROCK 13 OR LARGER

UNYIELDING

MATERIAL

FIRM UNDISTURBED

EARTH (SEE NOTE)

UNYIELDING MATERIAL

TRENCH BOTTOM

EARTH TRENCH BOTTOM

TURFED OR MISC AREAS

PLASTIC

MARKING TAPE

(300 DEEP MAX)1

1.5

TRENCH WALLS CUT

TO 1.5:1 MAX

WITHOUT SHORING

M I

N

OD + 600

SCALE: NONE

TYPICAL TRENCH SECTION

SCALE: NONE

SIDEWALK

JOINT

SEALER

JOINT

FILLER

R=3

TYP

R=3

TYP

TRANSVERSE CONTRACTION JOINTS

SHALL BE SPACED SO THAT RATIO

OF SLAB LENGTH TO WIDTH WILL

NOT EXCEED 1.25. THE DEPTH OF

THE CONTRACTION JOINT WILL BE

AT LEAST ONE-FOURTH OF THE

SIDEWALK SLAB THICKNESS,BUT NOT

LESS THAN THE MAXIMUM NOMINAL

SIZE OF THE AGGREGATE USED.

PROVIDE EXP JOINTS AT MAX 9.0 M

INTERVALS FOR STRAIGHT SECTIONS,

AT ALL RETURNS OF WALKS,

AND WHERE WALKS ABUT OTHER

CONCRETE STRUCTURES.

BROOM

FINISH FIN GRADE

2A S E C T I O N

2B

EXPANSION JOINT

2C

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

2D

SIDEWALK ON DITCH

D13 @200 O.C

CON'C DITCH

FNSH GRADE

2 POST INDICATOR VALVE

SCALE: NONE

CON'C CURB

NFSM

R=13

CAST IN PLACE

CONCRETE CURB

21 MPa

SEE PLAN FOR FINISH

NOTE ;

"C"

C

R

R

15025

10 THICK EXPANSION

JOINT W/ SEALER

AC PAVEMENT

1. PROVIDE EXPANSION JOINTS AT MAX. 15.0 M.

INTERVALS (MATCH SIDEWALK)

2. "C" DIMENSION CONSTANT EQUALS PAVEMENT

SECTION MINUS 300.

3. CONCRETE COMPRESSIVE STRENGTH SHALL BE

21 MPa AT 28 DAYS.

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CHOE, S M.

SYSTEM, S-1974, CP CASEY

REPAIR BUILDING AND INSTALL SPRINKLER

CIVIL

131420

AS SHOWN

C-4

MISC. DETAILS - 1

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

SCALE: NONE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

1A

1B

AC PAVEMENT

1A

PRIME COAT

SUB GRADE

PAVEMENT

EXISTING

75MM THK ASPHALTIC CONCRETE

SHALLOW SURFACE INLET - PLAN

S E C T I O N

D E T A I L

D E T A I L

DETAIL

SEE

O.C. E.W.

D13 @ 200

O.C. E.W.

D13 @ 200

50x10 @ 50 O.C.

FLAT BAR (GALV)

10 10

CONC 21 MPa

GRATING FRAME

50x10 FLAT BAR

GALVANIZED

50x10 @ 50 O.C.

FLAT BAR (GALV)

@ 600 O.C. MAX

BAR WELD TO ANGLE

W/10 0x125 L ANCHOR

L50x50x6 (GALV)

@ 100 O.C.

WELD TO FLAT BAR

GALV D10 CROSS BAR

FIN GRADE

(SE

E P

ROF

ILE

PRINCIPAL INFLOWS

TO DIRECTION OF

PERPENDICULAR

CROSS BARS ARE

BE PLACED SO

GRATING SHALL

D10 CROSS BAR

SEE PLAN

DRAIN PIPE

SEE PLAN

DRAIN PIPE

GREATER THAN 1.0 M.

5. INSTALL LADDER RUNG WHEN DEPTH IS

GREATER THAN OR EQUAL TO 1.0M.

4. USE 1 x 1 M WIDE OPENING WHEN DEPTH IS

EXCEEDS 1.20 METERS.

DEPTH FROM TOP TO COVER TO INVERT

3. INSTALL GALV. STEEL LADDER ONLY WHEN

FABRICATION.

2. GRATING SHALL BE GALVANIZED AFTER

GALVANIZED.

1. ALL EXPOSED STEEL MEMBERS SHALL BE

NOTES :

100 100

10 10

100 100

V A

R I

E S

150 150

SCALE: NONE

SURFACE INLET

2A

2B

2C

2D

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

D13 @ 225mm O.C. EACH WAY

BE PROVIDED

MIN. COVER TO

(TYP.)

D13 DIAGONAL BAR

TYP. 4 EACH

D

IA

O U

TL

E T

P

IP

E

1,000

V A

R

IE

S

C

CHOE, S M.

SYSTEM, S-1974, CP CASEY

REPAIR BUILDING AND INSTALL SPRINKLER

CIVIL

131420

AS SHOWN

C-5

MISC. DETAILS - 2

AC PAVED

PARKING AREA

SQ

2-D10 BARS /

SQ

2-D10 BARS/25 0 HOLES

(TYP FOR 2)

NOTE : ALL WHEEL STOPS SHALL BE FABRICATED AT THE CONSTRUCTION

SITE WITH 20 MPa, 28 DAY COMPRESSIVE STRENGTH CONCRETE

B S E C T I O N

19 0 STL SPIKE

L=450

A S E C T I O N

EDGE OF

PAVEMENT

D10 BARS

@ 200 O.C.

D10 BARS

@ 200 O.C.

CONC CURB

NOT TO SCALE

25 75

0 1

B A

W H E E L S T O P

CI TAPPING

VALVE (FE X MJ)

SERVICE PIPE

FLANGED OUTLET

TAPPING SLEEVE WITH

EXISTING WATER MAIN

80mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CHOE, S M.

SYSTEM, S-1974, CP CASEY

REPAIR BUILDING AND INSTALL SPRINKLER

CIVIL

131420

AS SHOWN

C-6

MISC. DETAILS - 3